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Thank you for the Reply! I reviewed page 4-24 and i can't find were it addresses effective span. It addresses how to determine the distribuition of wheel loads on an equivalant strip of deck and how to apply this to the primary/secondary beam structure. Other than for the emperical design...

Section 1605.3.2 states that allowable stresses are permitted to be increased by the material chapter of the IBC or referenced standard. Go to chapter 21 Masonry and it references the ACI 530. Refer to section 2.1.2.3 (02 edition) and a 1/3 increase is allowed for certain load cases. Unless...

REF: NCEES Structural 1 Sample Questions & Solutions © 2008, problem 129 AASHTO 4th edition with 2008 interm sections Problem 129, effective span between bridge girders question is not consistent from what I have found in the 4th edition with Interm 2008 sections. The practice book...